A&A to Building Work

Name of Work: Repairing & Renovation Work at ITI (Reparing & Renovation of existing ITI

Building at savli (Repairing settlement of flooring & other misc.work), Ta. Savli Dist. Vadodara

BILL OF QUANTITIES

It. No. Description of Item Quantity Unit Rate in Figure Total

1 Dismentling doors, windows, ventilators etc. (wood or steel) shutters 106.00 No. 251.10

including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift. (ii) exceeding

2 Dismentling wood work, wrought framed and fixed in frames trusses 22.66 Cum. 1754.44

including stacking the materials with all lead and lift.

3 Labour Required for Diamante Existing Damaged Alluminium Door, 4.00 No. 510.05

Alluminium Partition etc.

4 Demolition of terrace including stacking of serviceablematerilas and 2172.36 Sqm. 63.76

disposal of unserviceable materials with alllead and lift. (i) Brick tile

5 Removing and scraping of old deteriorated plaster of any thickness 260.70 Sqm. 19.41

from wall / R.C.C member including stacking of serviceable material

and disposal of unserviceable from site of work with all lead and lift

6 Removing dry oil bound distemper by a washing and scraping and 12967.79 Sqm. 11.26

sand papering the wall surface smooth including necessary repair to

scratches complete.

7 Demolition including stacking of serviceable materilas and disposal of 3.15 Cum. 1056.58

unserviceable materials with all lead and lift. (i) R.C.C. work

8 Demolition of Brick work and stone masonry including stacking of 9.18 Cum. 549.49

serviceable materilas and disposal of unserviceable materials with all

lead and lift.(ii) In Cement Mortar.

9 Dismentaling tiled of stone floors laid in mortar including stacking of 2235.84 Sqm. 47.94

serviceable materilas and disposal of unserviceable materials with all

10 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters 208.31 Sqm. 53.33

etc. stacking of serviceable materials and disposal of unserviceable

materials with all lead and lift. (i) G.I. sheet roofing.

11 Applying and providing Expansion joint sealing System on 100mm 46.94 Sqm. 4772.00

vide joint including cleaning of exansion joint by mechanical means

provision of adhesive and flexible membrane with required bond

length as per menufracturer specification and 4mm thick alluminium

strip covering with one side sloted and bolted with suitable system,

inclusive of all manpower, machinery and material as per

specification and as directed.

12 Water proofing materials silicon base Water repellent compund 14.08 Liter 209.71

13 Water proofing materials of polyarethine on Elepantic base 23.47 Kg. 462.21

14 Labour Work Laying And Spraying of polyarethine on Elepantic base 15.00 No. 773.66

15 Providing and applying anti carbonation, anti fading, mold resistant, 2172.36 Sqm. 118.20

heat insulating, and 100% acrylic breathable decorative external

waterproof coating of approved shade having Viscosity @ Room

Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part

of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room

Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for exterior

masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA

Grade "A" accredited institution.

It. No. Description of Item Quantity Unit Rate in Figure Total

16 Providing and laying broken china mosaic flooring for terrace using 2172.36 Sqm. 765.97

12 mm to 20 mm broken pieces of glazed tiles to be laid overcement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement includin grounding off junctions

and extending them upto 15 cm along the wall, clearing with water

and oxalic acid etc. as directed.

17 Providing cement vata (10cm. x 10 cm. size) quarter round in cement 1339.20 Rmt. 24.28

mortar 1:1 including neat cement finishing, watering etc. complete.

18 Excavation for foundation upto 1.5 m depth including sorting out and 977.59 Cum. 268.28

stacking of useful materials and disposing off the excavated stuff upto

any lead. (B) Dense or Hard soil

19 Brick work using common burnt clay building bricks having 79.01 Cum. 4121.55

crushingstrength not less than 35 kg./Sq.Cm. in foundation and plinth

in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional

20 Filling in foundation and plinth with murrum or selectedsoil in layers of 688.55 Cum. 296.29

20cm. thickness including watering,ramming and consolidating etc.

21 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- 569.77 Cum. 4188.47

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and

curing complete Including cost of formwork and Excluding The Cost

Of reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete (For PCC)

22 Filling available excavated earth (excluding rock) intrenches. plinth, 173.16 Cum. 133.65

sides of foundations etc. in layers notexceeding 20 cm. in depth

consolidating eachdisposited layer by ramming and watering.

23 Providing and laying controlled cement concrete M.200 andcuring 168.94 Cum. 4693.47

complete Including the cost of formwork and Excluding The Cost of

reinforcement for reinforced concrete work in (C) Slabs, landing,

shelves, Balconies Lintels, Beams, Girdersand Cantilever upto floor

two level. (For Grade Slab)

24 Providing & Casting in situ ordinary cement concrete M-250 mix with 7.92 Cum. 4896.48

Trimix C.C slab laid as directed including temping, vibrating, finishing,

curing and filling in joints with bitumen etc as per Engineer Incharge.

25 Brick work using common burnt clay building bricks having 13.57 Cum. 4396.56

crushingstrength not less than 35 kg./Sq.Cm. Above Floor Two Level

in CementMortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional

26 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 15904.00 Kg. 77.29

bending, binding and placing in position complete upto floor two level.

27 Providing and Applying Rust Removal to old concrete surface with 10.80 Sqm. 805.98

Specified Standard Liquid i.e. dr fixit/perma or Equivilent chemical

Specified by engineer incharge, for new reinforcement conection also

suraface has to treat with Master bond chemical in min. 4 mm

thickness for new concrete suraface including all labour and executed

as per directed by engineer incharge.

28 Providing and Fixing Anchorbar to the old concrete surface with 2120.00 No. 215.13

Specified Grouting work include Grouting chemical chemical and

fixing anchorscrew/bar /Fe-bar min. 120 mm in beam/column in lap

joint pattern as per relavent Is code for receving new reinforcement

conection But excluding the Master bond chemical for new concrete

suraface and including all labour and executed as per directed by

engineer incharge.

It. No. Description of Item Quantity Unit Rate in Figure Total

29 Micro concrete reprofiling (50 to 100mm thick) :Providing and laying 0.81 Cum. 55058.13

of micro-concrete (pourable and non shrink) for Reprofiling of

Columns/beams using Single component, Dual shrinkage

compensated, high strength, high flow cementitious micro-concrete

having compressive strength minimum of M40 at 28 days such as

blended with washed saturated surface-dry (SSD), graded, low

absorption, high density, aggregates of size 3mm to 10mm at 50% by

weight of micro concrete (if thickness is 100mm or more) and water

as per data sheet and pouring into the shuttering if required than use

birds peak type form work using suitable arrangement for uniform

flow of Micro concrete. The side shuttering can be removed after

Minimum of 24 hours, preferably 3 days and the bottom shuttering

after 7 days ensuring proper bond between the micro concrete and

existing concrete substrate.

30 Providing 15mm thick cement plaster in single coat onRough 60.94 Sqm. 196.64

(Similar)side of single or half brick walls for interiorplastering upto

floor two level and finished even andsmooth in (ii) Cement mortar 1:4

(1-cement :4-sand)

31 Providing 20mm thick cement plaster in single coat on single or half 276.96 Sqm. 218.49

brick walls for interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) Extra over

items 58 to 64 for finishing with a floating coat of neat cement slurry.

32 Applying two coats of putty & two coats of primer ofapproved brand 60.94 Sqm. 40.59

and manufacture on new wall surface togive an even shade including

thoroughly brushing thesurface free from mortar dropping and other

foreignmatter and sand papered smooth.

33 Finishing wall with water proofing cement paint of on wall 13014.73 Sqm. 59.53

surfaces(Two coats) to give an approved brand and manufacture and

ofrequired shape even shade after thoroughly brushing the surface

toremove all dirt and remains of loose powered materials.

34 Wall painting two coats with plastic emulsion paint of approved brand 6917.10 Sqm. 80.87

and manufacture on wall surfaces to give an even shade including

throughly brushing the surface free from mortar droppings and other

foreign matter and sand papered smooth.

35 Finishing wall with weather proof exterior emulsionpaint on wall 6119.44 Sqm. 117.40

surface (two coats) to give an requiredshape even shade after

thoroughly brushing the surfaceto remove all dirt, and remains of

loose powderedmaterials.etc complete

36 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm(average) 1090.84 Sqm. 1451.16

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on newsurface

or fixing on existing flooring by adhesive material

includingdismentaling of existing flooring and jointed with color

cement slurryincluding finised with flush pointing & cleaning the

surface etc.complete for light shade

37 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) 74.54 Sqm. 1432.78

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry

including finised with flush pointing & cleaning the surface etc.

complete for antiskit

38 Providing and laying polished Kota stone slab flooring over 375.28 Sqm. 1069.62

20mm(Average) thick base of cement mortar 1:6 (1-cement : 6-

coarse sand)or L.M. 1.1.5 (1-Lime R & B SOR 2023-24, Item No. :1.5

- coarse sand) laid over and jointedwith grey cement slurry mixed

with pigment to match the shade of slabincluding rubbing and

polishing etc. complete. (A) 30mm thick

39 Providing and laying Marbo Grenite tiles 8 to 10 mm thick , 24'' x 24'' 362.33 Sqm. 1169.98

in skrting risers of steps and dedo on 10mm thick cement plaster 1:3

(1-cement : 3-coarse sand) and jointed with white cement slurry.

It. No. Description of Item Quantity Unit Rate in Figure Total

40 Providing and laying 18 mm thick machine cut ,free edges ,machine 45.44 Sqm. 3325.93

polished Black Granite tread and risers in single piece with 1 cm

nosing and necessary grooves on treads etc. complete.

41 Providing and laying sandwich type kitchen platform of size 2.10 20.99 Sqm. 23691.57

x0.76 x 0.76 m and respected length with dhar polish or moulding

having base 4" and spport & base with marble or Kota as per site

requirement also loft and base finish with glaze tile and top with

selected shed of marble or granite with gas pipe provision and sink

including all fittings ,material and labour as per directed by engineer

42 Providing & fixing 40 mm thick Single shutter flush door solid core 21.00 Sqm. 7051.82

finished with both side 1 mm thick lamination both side like

'NOVAPAN 'or equivalent, of natural wood grain shade as approved

by this office having telephone black granite 18 mm thick frame with

double stone as per the instruction of Engineer in charge.with

necessary SS hinges and fixtures etc . complete.

43 Providing & fixing 35 mm thick Single shutter flush door solid core 10.40 Sqm. 6541.77

finished with both side 1 mm thick laminationboth side like

'NOVAPAN 'or equivalent, of natural wood grain shade as approved

by this office having telephone blackgranite 18 mm thick frame with

double stone including fixed ventilation above lintle level as per drg

and as per theinstruction of Engineer in charge.with necessary SS

hinges and fixtures etc . complete.

44 Providing and fixing window having extruded aluminum colour 5.58 Sqm. 3328.96

anodized section frame main outer size 95mm x 24mm x 1.17mm (of

Jindal section no.2459 @ Wt. 0.738 Kg/mt), horizontal three track

member size 92mm x 31.75mm x 1.30mm (of Jindal section no.

8688, @ Wt. 1.07 Kg/mt), vertical member of size 92mm 31.75mm x

1.50mm (of Jindal section no. 8933 @ Wt. 1.06 Kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm (of

Jindal Section No. 8947 @ Wt. of 0.456 Kg/mt), vertical member of

size 40mm x 18mm x 1.29 mm (of Jindal section no: 8949 @ Wt. of

0.456 kg / mt) with 5 mm th transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing Including Granite Frame as

per details etc.

45 Providing and fixing window With Vent , For Window having extruded 411.57 Sqm. 5544.90

aluminum Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member

size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 1.75mm x 1.30 mm @ wt.of 0.659Kg/mt

with sliding shutters of horizontal member size 40mm x18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size40mm x 18mm

x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457Kg/mt with 5 mm thick

transparent bronze colour tinted floatglass with powder coated

aluminum fittings and fixtures andtransparent silicon sealant glass

fixing to frame as per details etccomplete for window. And For Vent

standared extruded of alluminium section of size63.50 x 38.10 x

mm,@ Wt 1.094Kg / Rmt with colour anodizedalluminium frame with

5 mm thick transparent bronze colour tintedfloat glass as details etc

complete for Fix window.

46 Repairing And Altering Existing Steel /Ms Window, Shutter And Door 417.15 Sqm. 954.45

By Welding And Replacing Old Member Including All Hardware

Material And Labour As Per Directed By Enginner Incharge.

47 Painting one coats (excluding priming coat) on previously painted 250.29 Sqm. 56.59

steeland other metal surface with enamel paint, brushing to give an

evenshade including cleaning the surface of all dirt, dust and other

foreign matter.

It. No. Description of Item Quantity Unit Rate in Figure Total

48 Providing and fixing Louverd type ventilators with powder coated 7.56 Sqm. 13733.98

aluminum fittings and fixtures and Blur glass fixing to Adjustable

louverds and black granite frame as per details and executed as per

directed by Engineer Incharge.

49 Providing and fixing M.S. Hollow Section box grills of required pattern 157.50 Kg. 222.20

to frames of windows or opening etc. with M.S. Section odf 2.5" x 2.5"

square of tata of jindal section having finish with GI coated finish by

zinc oxide and oil paint including all labour and material as per

directed by engineer incharge.

50 Providing & fixing Aluminium section door Alluminium section of size 21.36 Sqm. 6732.88

63.50 x 38.10 x 1.95 mm(of Jindal ection no:4605,@ Wt 1.094Kg /

Rmt with colour anodized alluminium frame with 5 mm thick

transparent bronze colour tinted float glass and fiber/acrylic sheet

board of 2 to 3 mm thick as details etc complete granite 18 mm thick

frame with as per the directed by Engineer in Charge. including

necessary SS hinges and fixtures etc . complete.

51 Providing and fixing Aluminium partition sytem made from Powder 11.95 Sqm. 2043.23

coated aluminum section of 63.50 x 38.10 x1.2mm and other section

which is necessory including 4 mm th. Glass fitting with beading clip

having single side film for vision barrier and bottom panel with pvc

sheet as per design and all the joint filled with silicon chemical neat

and clean, all item must be executed as per directed by engineer

incharge and specification.

52 Providing wood work in frames of Doors, windows cleare story 57.00 Cu.dm. 610.23

windows and othersimilar works wrought, framede and fixed in

position. (A) Indian Teak Wood

53 Providing and fixing 25 mm thick shutters for cupboards etc. including 85.50 Sqm. 3141.05

anodised alluminium butt hinges with necessary screws. (A) Indian

teakwood. (i) Fully Panelled.

54 Providing and fixing in position collapsible steel shutters with vertical 2.22 Quint. 5931.83

channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm

size with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia,

steel pulleys complete with bolts, nuts, locking arrangements,

stoppers handles including applying a priming coat of red lead paint.

55 Providing, fixing and erecting steel shed including M.S. pipe (class- 70.32 Sqm. 5199.48

B), framing of structure with hollow section And painting with two

coats of oil paint including priming coat. and Polycarbonate multi

wallroofing sheet. Rates including with necessary fabrication work

including cutting, welding, making holes by drilling machine & fixing in

line and level of all structure including cost of all laboures, fixtures,

fastening and equipments etc. complete. For Shed

56 Providing, fixing and erecting steel shed including M.S. pipe (class- 52.80 Sqm. 4568.23

B), framing of structure with hollow section And painting with two

coats of oil paint including priming coat. and Polycarbonate multi

wallroofing sheet. Rates including with necessary fabrication work

including cutting, welding, making holes by drilling machine & fixing in

line and level of all structure including cost of all laboures, fixtures,

fastening and equipments etc. complete. For Roofing

57 Providing and fixing rolling shutters of approved makemade of 80 mm 146.06 Sqm. 3554.40

wide M.S. laths inter-locked togetherthrough their entire length and

jointed together at the endsby end locks mounted on specially

designed pipe shaft withbracket plates, guide channels and

arragements for insideand outside locking with push-pull operation

including thecost of hood cover and spring etc. complete.(A)

Shuttershaving width below 3.5 M.

It. No. Description of Item Quantity Unit Rate in Figure Total

58 Providing, fixing and erecting steel shed including M.S. pipe (class- 23.55 Sqm. 4350.07

B), framing of structure with hollow section And painting with two

coats of oil paint including priming coat. and Polycarbonate multi

wallroofing sheet. Rates including with necessary fabrication work

including cutting, welding, making holes by drilling machine & fixing in

line and level of all structure including cost of all laboures, fixtures,

fastening and equipments etc. complete. For Chajja

59 Providing corrugated G.I. sheet of class-3 roofing fixed 194.26 Sqm. 734.19

withglavanished iron J or L Hooks, Bolts and nuts 8mm diameterwith

bitumen and G.I. limpet washer or G.I. limpet washer.filled with white

lead complete excluding the cost ofpurlins, Rafters and Trusses.(1)

0.80 mm thick sheet.

60 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or 2913.90 Kg. 131.15

welded in builtup for all type sections, in framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer all complete as per the structural designs and

directions of Engineer in charge.Column ( 122 x 61 x 3.6mm )

61 Dismentling santtary fittings like wash basin . W.C. pan Indian and 18.00 No. 404.37

European type, flushing tank etc. Including stacking the materials

with all lead and lift.

62 Providing and fixing washbasin with single hole for pillar tap with C.I. 8.00 No. 5909.51

or M.S. brackets painted white including sutting holes and making

good the same but including fittings.(A) Vitreous China:(ii) Flat Back

washbasin 560 mm x 410mm x 200mmsize.

63 Providing and fixing Granite of 18 to 20mm thick having minimum 4.32 Sqm. 11090.81

single plece length of 210mm to be fixed on Walls to act as Study

Table/ Wash Basin, including fixing the same using cement mortar in

proportion 1:1 etc. comp, Necessary Grove in Walls By Machine,

Front Side Round the edge and cutting hole in ganite stone for wash

basin, Computer Wire, including rubbing and polishing finishing

jointed with grey cement slurry including rubbing and polishing

finishing etc complete. etc complete.. with all labour & material &

equipment.....etc. Completed as directed by Engineer-in-charge (A)

Granite slab 18mm thick

64 Providing and laying wash down water closet ( european type 4.00 No. 10261.60

WallHung WC pan ) Florentine series FLS-WHT 0111B including

providing and fixing metropole Flush cock seat cover, jet wash etc

complete unit of jaquar Branch ( or equvalant ) including installing

and fitting as per manufacturers standards by skilled trained plumber

including testing etc complete quality and brand as approved by

Engineer in charge.

65 Providing laying and jointing in true line and level 32mmdia. U.P.V.C. 44.00 Rmt. 119.15

Pipe ( SCH- 40) for cold water including fittingsas approved by

Engineer In Charge. Pipe shall be fixed onthe wall with the help of

clamp at every two metre C/C orshall be concealed as directed

including necessary fittingsetc. including testing of pipe and joints and

fixing the samewith adhesive solvent, including cost of all materials.

66 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. 64.00 Rmt. 72.65

Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

67 Providing and fixing concealed center point to wall ceiling & floor 28.00 Rmt. 660.58

CPVC (SDR 13.5) PIPE having National SanitationFoundation (NSF)

seal for potable water of following dia. nominal bore tube fittings and

clamps including making goodthe wall, ceiling and floor etc.complete.

It. No. Description of Item Quantity Unit Rate in Figure Total

68 Providing and fixing concealed center point to wall ceiling & floor 20.00 Rmt. 253.82

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF)

seal for potable water of following dia. nominal bore tube fittings and

clamps including making good the wall, ceiling and floor etc.

complete. [C] 25 mm.

69 Providing, laying and jointing in true line and level 160diametre 377.00 Rmt. 834.38

U.P.V.C (Type B) conforming to IS 13592-1992with one end plain

and other end socketed with rubberring, & fittings conforming to ISI

14735-1999 of approvedmake for drainage system pipe line, pipe

shall be jointedwith each other with rubber lubricant, pipe shall be

fixedon wall using of PVC clamp of the size 160 mm diametre x210

mm length x 196 mm heigh at every 2000 mm centerto center or shall

be concealed in walls as directedincluding necessary fittings such as

bends, shoes etc.including testing of pipes and joints and jointed

withadhesive solvent cement including cost of all materials.

70 Providing and fixing screw down bib taps of following size.(A) Brass 12.00 No. 214.81

screw down bib tap polished bright. (ii) 20mm dia.

71 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 11.00 No. 572.32

100mm diameter with jali of the following nominal diameter of

selfcleansing design with C.I scread down or hinged grating including

thecost of cutting and making good the walls.

72 Clearing and grubbing road land including uprooting rank vegetation 0.40 Hact. 82249.89

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials(A)

By manual means in area of light jungle

73 Providing and fixing Turbo Ventilator on Proflex Roof including 8.00 No. 5858.00

supplying, installing and commissioning of factory-fabricated, wind-

driven turbo ventilator of approved make (e.g., Airvent / Almonard /

Crisp /Airovent or equivalent ISI/ISO certified brand) with throat

diameter 600 mm (24"), made from stainless steel (Grade 304) /

aluminium alloy having double-ribbed vanes, weatherproof and

maintenance-free.The ventilator shall be fitted on FRP/Polycarbonate

reinforced base plate of required profile to match the Proflex roofing

sheet, fixed with necessary self-drilling/self-tapping screws, EPDM

washers, sealant, and accessories to ensure water-tightness.

74 Providing & fixing 40 mm thick Single shutter Entry door having 8.40 No. 9874.77

OPening size (1.5x2.1m) And Fixed Size (0.75x2.1m) solid core

finished with both side 1 mm thick lamination both side like

'NOVAPAN 'or equivalent, of natural wood grain shade as approved

by this office having telephone black granite 18 mm thick frame with

double stone as per the instruction of Engineer in charge.with

necessary SS hinges and fixtures etc(partly paneld and partly glass) .

It. No. Description of Item Quantity Unit Rate in Figure Total

75 Anti-Termite System:Providing and laying of permanent piping 500.00 Sqm. 134.33

technology anti-termite treatment before flooring work by installing

LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm

1.D. with inbuilt pressure compensation chip every 30 cm interval in

the tube, having working pressure of 2 Kg/cm2 and release rate of

1.9 Itr/hour fixed by P-clips and nails. The LLDP pipe shall be

installed at the entire periphery of the building and at internal network

of building at a depth of 20 to 200 mm under floor at every 2 to 3 mtr.

c/c distance (adjusted as per building layout ) & Ends of loop pass

through a PVC elbow of minimum 32 mm ID at junction box of wall

and floor level, entering into a steel reinforced grooved flexible pipe of

minimum 22 mm ID leading into junction box and the loops shall

terminate in junction boxes & test every junction during injecting

chemicals for termite control treatment. The anti termite chemical

Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be injected

by the pressure pump diluted with water @ 10.5 ml/5 ltr of water at

the rate of 2 Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit

approved line plan for piping system and junction boxes dully

approved by Engineer-in-Charge with bond of 5 year warranty.(i)Anti

Termite chemical injected area (Chemical injecting incl. labour cost)

76 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse 8.10 Cum. 3993.11

sand : 6- crushed stone aggregates 20 mm nominal size) and curing

complete including cost of formwork in (A) Wall Caps / Coping

77 Filling in plinth with sand under floors including watering, ramming 25.46 Cum. 471.69

consolidating and dressing etc. complete.

78 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 473.97 Sqm. 704.07

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

79 Providing and fixing pre-cast concrete kerb stone of gray cement 340.20 Rmt. 394.59

based concrete block 30cm length,30cm height and 15cm thick of

M200 grade concret as per approved design and including excavation

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

80 Excavation for foundation upto 1.5 m depth including sorting out and 47.00 Cum. 153.41

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

81 Excavation for foundation for depth from 1.5 m to 3.0 m including 47.00 Cum. 166.44

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

82 Excavation for foundation for depth from 3.0 m to 5.0 m including 15.40 Cum. 178.58

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

83 Providing and laying controlled cement concrete M.150 for curing 3.10 Cum. 3864.13

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base of columns and

84 Double Half brick thick honey- comb brick work with common burnt 69.04 Sqm. 315.26

clay building bricks having crushing strength not less than

Kg/Sq.Cm. (i) In Cement Mortar 1:4 ( 1- Cement : 4 - coarse sand)

85 Providing and laying controlled C.C. M.200 & curing complete 2.30 Cum. 6432.69

including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Beam upto floor two

It. No. Description of Item Quantity Unit Rate in Figure Total

86 Providing and laying controlled C.C. M.200 & curing complete 1.10 Cum. 6336.74

including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Beam upto floor two

87 20mm thick sand faced cement plaster on walls upto height 10 80.50 Sqm. 337.52

metres above ground level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M.

1:1 (1-cement : 1-sand) etc. complete.

88 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having 2.00 No. 958.17

weight not less than 35Kg.

89 Providing laying (to level or slopes) and jointing reinforced concrete 49.00 Rmt. 254.89

Light duty non-pressure pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete.(B) 150mm

90 Constructing brick masonry chamber for underground C.I. Inspection 2.00 No. 2932.93

chamber and bends with bricks having crushing strength not less

than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm

x 610mm intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded

stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and 450mm deep for

single pipe line.

91 Constructing brick masonry chamber for underground C.I. Inspection 2.00 No. 7180.44

chamber and bends with bricks having crushing strength not less

than 35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm

x 610mm intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded

stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc.

complete.(iii) Inside dimensions 600mm x 850 mm and 450mm deep

for pipe lines with three or more inlets.

92 Providing laying (to level or slopes) and jointing reinforced concrete 30.00 Rmt. 356.73

Light duty non-pressure pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete.(C) 250mm

93 Filling in foundation and plinth with brick Bats Chhara in layers of 6.20 Cum. 615.57

20cm. thickness including watering, remming and consolidating etc.

94 Provinding and laying controlled cement concrete M-250 and finishing 1.30 Cum. 4906.58

smooth with curing etc complete, including the cost of formwork but

excluding the cost of reinforcement for R.C.C. work in(A)

Foundations, footings, Base of Columns and Mass concrete.

It. No. Description of Item Quantity Unit Rate in Figure Total

95 Providing laying and jointing in true line and level 110 diameter 16.50 Rmt. 856.03

U.P.V.C. SWR Type B pipe confirmng to IS 13592-1992 with one end

plain and other end socketed with rubbering, & fitting conforming to

ISI 14735-1999 of approved make for drainage system pipe line, pipe

shall be jointd with each other with rubber lubricant, pipe shall be

fixed on wall using of PVC clamp of the size 110 mm diameter x

mm length x 145 mm high at every 2000 mm center to center or shall

be concealed in walls as directed including necessary fittings such as

Cowel vent, bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost of all

96 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm 10.00 No. 560.90

diameter with jali of the following nominal diameter of self cleansing

design with C.I scread down or hinged grating including the cost of

cutting and making good the walls.

Rs. Two Crore, Five Lakhs, Thirty Four Thousand Fourteen and Ninety Three Paisa Only

I/We am/are willing to carry out the work @ ______________ % ______________ percent

(should be written in figures and words) below / above, the estimated rates mentioned above, amount of

my/our tender works out as under :

Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

5 The contractor will have to submit the mix design for different grades of cement concrete and asphalt

at his own cost before execution as directed and to be approved from the engineer in charge.

6 Dismentaling Credit Rs.1,29,709/- (One Lakh Twenty Nine Thousand Seven Hundred Nine) only shall

be recovered from contractors R.A. Bill.

It. No. Description of Item Quantity Unit Rate in Figure Total

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.2 District (R & B) Division

Vadodara Vadodara